Search a designation to read the section in full, or filter and sort a family to find one. Values are from the CISC Structural Section Tables, in the units the tables print them in.
W460x89 W18x60
W shapes. CISC SST 12.1. Produced in Canada. Normal use: Beam.
W460x89 to scale.
Property
Description
Value
Unit
Mass
Mass per length
89
kg/m
D
Depth of section or height of vertical leg
463
mm
B
Width of flange or horizontal leg
192
mm
T
Thickness of flange
17.7
mm
W
Thickness of web
10.5
mm
BT
Width-to-thickness ratio of flange
5.42
HW
Clear depth-to-thickness ratio of web
40.72
K
Distance between outer face of flange and web-toe of fillet
39
mm
K1
Distance between middle line of web and flange-toe of fillet
25
mm
Dnom
Nominal depth of section
460
mm
A
Cross-sectional area
11,400
mm²
Ix
Moment of inertia about axis XX
409
10⁶ mm⁴
Sx
Elastic section modulus about axis XX
1,770
10³ mm³
Rx
Radius of gyration about axis XX
190
mm
Zx
Plastic modulus about axis XX
2,010
10³ mm³
Iy
Moment of inertia about axis YY
20.9
10⁶ mm⁴
Sy
Elastic section modulus about axis YY
218
10³ mm³
Ry
Radius of gyration about axis YY
42.9
mm
Zy
Plastic modulus about axis YY
339
10³ mm³
J
St-Venant torsional constant
905
10³ mm⁴
Cw
Warping constant
1,040
10⁹ mm⁶
SA
Surface area per metre
1.67
m²/m
Wn
Normalized unit warping function
21,400
mm²
Sw
Warping statical moment
18.2
10⁶ mm⁴
Qf
Statical moment at point in flange in line with web face
calcsheet